Stress–dilatancy behaviour of remoulded Fujinomori clay
Author:
Affiliation:
1. Department of Geotechnics, Roads and Geodesy, Faculty of Civil Engineering and Environmental Sciences , Bialystok University of Technology , Wiejska 45E , Białystok
Abstract
Publisher
Walter de Gruyter GmbH
Subject
Computers in Earth Sciences,Mechanics of Materials,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering
Link
https://www.sciendo.com/pdf/10.2478/sgem-2023-0010
Reference16 articles.
1. Balasubramaniam, A. S., Zue-Ming, H., Uddin, W., Chaudhry, A. R., Li, Y. G. (2007). Critical state parameters and peak stress envelopes for Bangkok clays. Q. J. Eng. Geol. Hydrogeol. 11(3), 219–232. https://doi.org/10.1144/GSL.QJEG.1978.011.03.02
2. Bolton, M. D. (1986). The strength and dilatancy of sands. Géotechnique 36(1), 65–78. https://doi.org/10.1680/geot.1986.36.1.65
3. Fearon, R. E. (1998). The behaviour of a structurally complex clay from an Italian landslide. PhD Dissertation, City University London, UK. https://openaccess.city.ac.uk/id/eprint/7575/
4. Fearon, R. E., Coop, M. R. (2000). Reconstitution: what makes an appropriate reference material? Géotechnique, 50(4), 471–477. https://doi.org/10.1680/geot.2000.50.4.471
5. Indraratna, B., Sun, Q. D., Nimbalkar, S. (2015). Observed and predicted behaviour of rail ballast under monotonic loading capturing particle breakage. Canadian Geotechnical Journal, 52(1), 73–86. https://doi.org/10.1139/cgj-2013-0361
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